JPH0316559B2 - - Google Patents
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- Publication number
- JPH0316559B2 JPH0316559B2 JP58176144A JP17614483A JPH0316559B2 JP H0316559 B2 JPH0316559 B2 JP H0316559B2 JP 58176144 A JP58176144 A JP 58176144A JP 17614483 A JP17614483 A JP 17614483A JP H0316559 B2 JPH0316559 B2 JP H0316559B2
- Authority
- JP
- Japan
- Prior art keywords
- unit
- units
- modular
- links
- link
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
- 230000013011 mating Effects 0.000 claims description 10
- 230000015572 biosynthetic process Effects 0.000 claims description 2
- 238000010276 construction Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 230000008878 coupling Effects 0.000 description 2
- 238000010168 coupling process Methods 0.000 description 2
- 238000005859 coupling reaction Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 229910052782 aluminium Inorganic materials 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 230000009977 dual effect Effects 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C3/08—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
- E04B1/34326—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts mainly constituted by longitudinal elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/14—Comprising essentially pre-assembled two-dimensional frame-like elements, e.g. of rods in L- or H-shape, with or without bracing
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/02—Structures made of specified materials
- E04H12/08—Structures made of specified materials of metal
- E04H12/10—Truss-like structures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
- E04B2001/1924—Struts specially adapted therefor
- E04B2001/1927—Struts specially adapted therefor of essentially circular cross section
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
- E04B2001/1924—Struts specially adapted therefor
- E04B2001/1933—Struts specially adapted therefor of polygonal, e.g. square, cross section
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
- E04B2001/1924—Struts specially adapted therefor
- E04B2001/1936—Winged profiles, e.g. with a L-, T-, U- or X-shaped cross section
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
- E04B2001/1978—Frameworks assembled from preformed subframes, e.g. pyramids
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
- E04B2001/1981—Three-dimensional framework structures characterised by the grid type of the outer planes of the framework
- E04B2001/1987—Three-dimensional framework structures characterised by the grid type of the outer planes of the framework triangular grid
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0486—Truss like structures composed of separate truss elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0486—Truss like structures composed of separate truss elements
- E04C2003/0495—Truss like structures composed of separate truss elements the truss elements being located in several non-parallel surfaces
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Wood Science & Technology (AREA)
- Life Sciences & Earth Sciences (AREA)
- Chemical & Material Sciences (AREA)
- Materials Engineering (AREA)
- Mechanical Engineering (AREA)
- Mutual Connection Of Rods And Tubes (AREA)
- Massaging Devices (AREA)
- Jib Cranes (AREA)
- Toys (AREA)
- Temperature-Responsive Valves (AREA)
- Types And Forms Of Lifts (AREA)
- Registering, Tensioning, Guiding Webs, And Rollers Therefor (AREA)
- Measurement And Recording Of Electrical Phenomena And Electrical Characteristics Of The Living Body (AREA)
- Finger-Pressure Massage (AREA)
- Glass Compositions (AREA)
- Joining Of Building Structures In Genera (AREA)
- Rod-Shaped Construction Members (AREA)
Abstract
Description
【発明の詳細な説明】
本発明は類似した複数のユニツトを組み合せて
構造物を形成することができる基本単位組合せ形
式(以下モジユール型と記す)のユニツトに関す
る。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a basic unit combination type unit (hereinafter referred to as a module type) that can form a structure by combining a plurality of similar units.
軽量タワー、タワー・クレーン、ビーム、建築
用立体骨組み、構造物を支える骨組み、アーチお
よび段階のような多くの支持構造物においては、
組立て前および組立て中にこれらの構造物の取扱
いおよび建築に問題が起きている。この取扱いの
問題は完成構造物の大きさと質量の結果である。 In many support structures such as light towers, tower cranes, beams, architectural frames, supporting frames, arches and stages,
Problems have arisen in the handling and construction of these structures before and during erection. This handling problem is a result of the size and mass of the completed structure.
本発明の目的はそのような欠点を減じ、別の方
法では建設および組立てに要求される熟練労働の
必要性を減じることである。 It is an object of the present invention to alleviate such drawbacks and to reduce the need for skilled labor that would otherwise be required for construction and assembly.
本発明により構造用支持体の組立て用モジユー
ル型ユニツトが提供される。その各ユニツトは複
数の類似したユニツトの細長部材と嵌合するため
に嵌合用端部表面を有する細長部材と、細長部材
から離れた位置にあつて端部に隣接した連結手段
を備え、細長部材から横方向に伸びるリンクから
なる。その連結手段は、それらのリンクによつて
連結された2つのモジユール型ユニツトの細長部
材が少なくとも実質的に平行であるように、その
リンクと類似したモジユール型ユニツトのリンク
とを端と端とを連結する配列になつている。 The present invention provides a modular unit for the assembly of structural supports. Each unit includes an elongate member having a mating end surface for mating with elongate members of a plurality of similar units, and a coupling means spaced from and adjacent the end of the elongate member. Consists of links extending horizontally from The connecting means connects the link end to end with the links of similar modular units such that the elongated members of the two modular units connected by the links are at least substantially parallel. It becomes an array to be concatenated.
このリンク部材は、細長部材から横方向に伸び
かつ連結手段に接する2つの支柱を含む。1つの
支柱は細長部材の縦軸に対して直角に横方向へ伸
びる。 The link member includes two struts extending laterally from the elongate member and abutting the coupling means. One strut extends laterally at right angles to the longitudinal axis of the elongate member.
連結手段は穴を備えたフランジを含むので、そ
のフランジは類似したモジユール型ユニツトに対
応するフランジへボルト締めすることができる。
リンクは細長部材の縦軸を通る面の片側へ片寄つ
ていることが望ましい。 The connecting means includes a flange provided with holes so that the flange can be bolted to a corresponding flange of a similar modular unit.
Preferably, the links are offset to one side of a plane passing through the longitudinal axis of the elongate member.
細長部材はそれぞれの端部において外横断面が
増大したリムを備える管状部材であることが望ま
しい。それらのリムは嵌合表面に15゜間隔で形成
されたスプラインを有する。 Preferably, the elongate member is a tubular member with a rim of increased external cross-section at each end. The rims have splines formed at 15° intervals on the mating surfaces.
細長部材は、互に固定位置において嵌合された
ユニツトを保持することができるテンシヨン・ロ
ツドを受け入れる、および(または)電線を通す
ことができる構成の内部縦通路を有する。 The elongated member has an internal longitudinal passage configured to receive a tension rod capable of holding the mated units in a fixed position with respect to each other and/or through which electrical wires can be passed.
また、本発明は相互に少なくとも実質的に平行
な縦軸を有する2つの細長部材からなる構造用ユ
ニツトにまで及ぶ。それらの細長部材は類似した
構造部材の細長部材と嵌合するために嵌合用端部
表面を有する、2つの細長部材は離れて保持され
ると共にリンクによつて一緒に接合される。この
構造ユニツトは2つのモジユール型ユニツトを連
結することによつて形成される。 The invention also extends to a structural unit consisting of two elongated members having longitudinal axes that are at least substantially parallel to each other. The elongate members have mating end surfaces for mating with elongate members of similar structural members, the two elongate members being held apart and joined together by a link. This structural unit is formed by connecting two modular units.
第1図および第2図に示すモジユール型ユニツ
ト10は細長管状部材12と、部材12から横方
向に伸びる三角リンク14からなる。管状部材1
2へ固定され管状部材12から離れた位置にある
フランジ20において接合される2つの支柱16
と18が、三角リンク14を形成する。第2図か
らよくわかるように、支柱16と18は管状部材
12の直径の約半分のI形ビームである。これら
の支柱16,18は管状部材12の縦軸を通る架
空の面の片側へ片寄つている。支柱18は管状部
材12から直角に伸びている。 The modular unit 10 shown in FIGS. 1 and 2 consists of an elongated tubular member 12 and a triangular link 14 extending laterally from the member. Tubular member 1
2 and joined at a flange 20 remote from the tubular member 12.
and 18 form the triangular link 14. As best seen in FIG. 2, struts 16 and 18 are I-beams approximately half the diameter of tubular member 12. These struts 16, 18 are offset to one side of an imaginary plane passing through the longitudinal axis of the tubular member 12. A strut 18 extends perpendicularly from the tubular member 12.
フランジ20にはボルト穴22と半円形のノツ
チ24が形成されている。ボルト穴22とノツチ
24の目的は、後でユニツト10の使用を説明す
る際に明らかとなる筈である。ボルト穴22に直
交する穴25もある。フランジ20の端面は別の
モジユール型ユニツト10のフランジ20のグル
ープと嵌合する嵌合グループなどを備える。 The flange 20 has bolt holes 22 and semicircular notches 24 formed therein. The purpose of bolt holes 22 and notches 24 will become apparent later when the use of unit 10 is described. There is also a hole 25 perpendicular to the bolt hole 22. The end face of the flange 20 is provided with a mating group or the like for mating with a group of flanges 20 of another modular unit 10.
管状部材12のどちらの端部にも、両端でリム
26を形成する外横断面の増大した帯域がある。
これらのリム26の回りには、類似する2つの管
状部材12が一緒に嵌合できるようにスプライン
28がある。スプライン28は15゜間隔に形成さ
れて、2つの嵌合されたユニツト10のリンク1
4が相互に0゜または15゜間隔となる別の角度にで
きるように配列されている。従つて、特に、2つ
の嵌合されたユニツト10のリンク14は相互に
90゜または120゜に配置することができる、そして
一度一緒に配置されると相互に変位することがな
い。ユニツト10の有用性および融通性は第3図
および第4図からよくわかる。第3図は多数のモ
ジユール型ユニツト10並びに2,3の他の構成
要素を組み立てた四角ビーム30を示す。ビーム
30の形成における基本ユニツトは連結した2つ
のユニツト10aと10bを組み合せた基本ユニ
ツト11である。第7図〜第9図を参照して説明
するように、そのようなユニツトは望ましいなら
ば一体ユニツトとして提供することができる。第
3図のモジユール型ユニツト10aと10bはそ
れらのフランジ20によつて一緒にボルト締めさ
れて基本ユニツト11の各々を形成する。かのよ
うに、相互にほぼ平行な2つの細長部材を有する
基本ユニツトが提供される、2つの細長部材は連
結用リンク14aと14bとによつて離れて保持
されかつ一緒に接合される。 At either end of the tubular member 12 there is a zone of increased external cross-section forming a rim 26 at each end.
Around these rims 26 there are splines 28 to allow two similar tubular members 12 to fit together. The splines 28 are formed at 15° intervals to connect the links 1 of the two mated units 10.
4 are arranged in such a way that they can be oriented at different angles with a spacing of 0° or 15° from each other. Thus, in particular, the links 14 of the two mated units 10 are mutually connected.
They can be placed at 90° or 120° and cannot be mutually displaced once placed together. The utility and versatility of unit 10 is best seen in FIGS. 3 and 4. FIG. 3 shows a square beam 30 assembled from a number of modular units 10 as well as a few other components. The basic unit in forming the beam 30 is a basic unit 11 which is a combination of two connected units 10a and 10b. As will be explained with reference to FIGS. 7-9, such a unit may be provided as an integral unit if desired. The modular units 10a and 10b of FIG. 3 are bolted together by their flanges 20 to form each base unit 11. As such, a basic unit is provided having two elongate members substantially parallel to each other, the two elongate members being held apart and joined together by connecting links 14a and 14b.
ビームの部分50は、基本ユニツトの細長部材
がもう1つの基本ユニツトの細長部材と端と端を
つないで接合されることを除いて一般に部分30
と同一である。 Portion 50 of the beam is generally similar to portion 30 except that the elongate member of a base unit is joined end-to-end with the elongate member of another base unit.
is the same as
嵌合細長部材によつて形成される継ぎ目におけ
るリムの回りにC形クランプ32が提案されるの
で、基本ユニツトはクランプ32によつて一緒に
締められ、それらのフランジ20において共にボ
ルト締めされて剛性、強力ビームを形成する。 A C-shaped clamp 32 is proposed around the rim at the seam formed by the mating elongated members, so that the basic units are clamped together by the clamp 32 and bolted together at their flanges 20 to provide rigidity. , forming a powerful beam.
第3図におけるビームの右端には特別の細長部
材34が使用されるので、端部支柱36で堅く固
定されるビームのフラツシユ・エンド(同一平面
の端部)がある。これを達成するために特殊なク
ランプ40が使用される。 At the right end of the beam in FIG. 3, a special elongated member 34 is used so that there is a flush end of the beam which is rigidly fixed with an end strut 36. A special clamp 40 is used to accomplish this.
第5図は細長部材12の端部、端部支柱36お
よび特殊なクランプ40を示す。クランプ40
は、ねじ(図示せず)によつて支柱36から縦方
向に伸びるスピゴツト(差し口)44へ固定され
クランプ46によつて保持されるC形クランプ4
2からなる。スピゴツト44の端部と端部支柱3
6の端部にはリム(図示せず)が設けられる、そ
してこれらのリムは嵌合用表面を備える。さらに
スピゴツトはもう1つのC形クランプ43によつ
て細長部材12へ保持される。 FIG. 5 shows the end of elongate member 12, end post 36 and special clamp 40. FIG. Clamp 40
A C-shaped clamp 4 is fixed to a spigot 44 extending vertically from the post 36 by a screw (not shown) and held by a clamp 46.
Consists of 2. The end of the spigot 44 and the end support 3
The ends of 6 are provided with rims (not shown) and these rims are provided with mating surfaces. Furthermore, the spigot is held to the elongate member 12 by another C-shaped clamp 43.
第4図に示す対角支柱48を連結するために同
様の装置が使用される。このようにビームの筋違
を入れた四角の端部が形成されることがわかる。
しかしながら、そのような組立てビームはそれを
別の類似のビームへ接合することによつて、また
はさらに基本ユニツトをビームの端部へ嵌合そし
てボルト締めすることによつて容易に伸ばせるこ
とも理解される。 A similar device is used to connect the diagonal struts 48 shown in FIG. It can be seen that in this way, a square end with braces of the beam is formed.
However, it is also understood that such a built-up beam can be easily extended by joining it to another similar beam or even by fitting and bolting elementary units to the ends of the beam. Ru.
第3図では、ビームの部分50が二重の基本ユ
ニツトからなることが注目される。この二重基本
ユニツトは、リンク14が第2図に示すように片
寄つているので作ることができる。このように、
2つの基本ユニツト11を重ねて二重の基本ユニ
ツトを作ることができる。 In FIG. 3 it is noted that the beam section 50 consists of double elementary units. This double elementary unit can be made because the links 14 are offset as shown in FIG. in this way,
Two basic units 11 can be stacked to create a double basic unit.
部分50では、モジユール型ユニツト10のフ
ランジ20に設けたノツチ24(第1図参照)が
調整されて互に穴52を形成することがわかる。
このように、二重の基本ユニツトは穴52を通し
てユニツト10をボルト締めすることによつてさ
らに固定することができる。 In section 50, it can be seen that the notches 24 (see FIG. 1) in the flange 20 of the modular unit 10 are adjusted to form a hole 52 with each other.
Thus, the dual basic unit can be further secured by bolting the unit 10 through the hole 52.
第6図にはモジユール型ユニツト10を連結す
るもう1つの方法を示す。フランジ20の穴25
を貫通するボルト(図示せず)が設けられてい
る。ボルトとC形クランプ32がモジユール型ユ
ニツト10を一緒に固定する。 FIG. 6 shows another method of connecting modular units 10. Hole 25 of flange 20
A bolt (not shown) is provided that passes through the. Bolts and C-clamps 32 secure the modular unit 10 together.
モジユール型ユニツト10およびこれらのユニ
ツト10から形成された基本ユニツトをさらに多
数適用することが予知される、それらのいくつか
を以下に述べる。 Some of the foreseen applications of modular units 10 and basic units formed from these units 10 are described below.
横断面の異なるビームも組み立てることができ
る。例えば、嵌合したユニツトのリンク14を相
互に60゜に配置することによつて三角ビームが形
成される。また、部材12のいくつかを図示の長
さより短くすることによつて、短尺のモジユール
型ユニツトの第3図に示すような構造物への付加
を可能にする。さらに、類似ユニツトの組み合せ
であるが、少し短い細長部材12を有する特殊ユ
ニツト10を使用することによつて、アーチ形の
構造物を組み立てることができる。従つて、対応
するユニツトの嵌合が効果的にできるように、ス
プライン28の形を少し変える必要もある。 Beams with different cross sections can also be assembled. For example, a triangular beam may be formed by positioning the links 14 of mated units at 60 degrees from each other. Also, by making some of the members 12 shorter than shown, short modular units can be added to structures such as those shown in FIG. Furthermore, by using a special unit 10 which is a combination of similar units but has a slightly shorter elongated member 12, arch-shaped structures can be assembled. Therefore, it is necessary to slightly change the shape of the spline 28 so that the corresponding units can be effectively fitted.
ある種の用途においては、ビームの全横断面積
を縮減する必要がある。そのような縮減は、全横
断面の異なるビームを互に連結する配列にできる
特別形成の連結ユニツトを提供することによつて
達成される。 In certain applications it is necessary to reduce the total cross-sectional area of the beam. Such a reduction is achieved by providing a specially formed connecting unit that allows beams of different overall cross-section to be arranged in an interconnecting manner.
ある用途においては、細長部材12を共に堅く
保持するために、細長部材の内側に沿つて伸びて
ビームなどの構造物の端部に固定されるテンシヨ
ン・ケーブルまたはロツドを設けることができ
る。 In some applications, tension cables or rods may be provided that run along the inside of the elongated members and are secured to the ends of structures such as beams to hold the elongated members 12 rigidly together.
ある用途では、テンシヨン・ケーブルまたはロ
ツドと共にC形クランプを使用することが望しい
場合がある。テンシヨン・ケーブルまたはロツド
を使用する場合は、細長部材12内にテンシヨ
ン・ケーブル案内が設けられる。 In some applications, it may be desirable to use a C-clamp with a tension cable or rod. If a tension cable or rod is used, a tension cable guide is provided within the elongated member 12.
前述のリンク14は、支柱16と18よりほか
のもの、例えば細長部材から伸びる板にすること
ができる。逆に言えば、2つ以上の支柱を使用し
てリンクを作ることができる。一般に、提案した
用途および構造用ビームの組み立て時におけるユ
ニツトの望ましい形の相互接続および配列に従つ
て、事実上全ての必要な強度のユニツトを提供す
るために、各モジユール型ユニツト10の強度を
変えることができる。モジユール型ユニツトを形
成する材料の選択、およびユニツトを12で示す
ような他のユニツトへ種種の相対的な角度で一緒
に堅く接合できることの外に、必要な強度を提供
するために極めて広範囲の構造物が容易に組み立
てられる。 The foregoing links 14 may be other than posts 16 and 18, such as plates extending from elongated members. Conversely, two or more posts can be used to create a link. In general, the strength of each modular unit 10 is varied to provide virtually all required strength units according to the proposed application and the desired interconnection and arrangement of the units during construction of the structural beam. be able to. In addition to the selection of materials forming the modular units and the ability to rigidly join the units together to other units, such as 12, at various relative angles, there is a wide range of constructions to provide the necessary strength. Things can be assembled easily.
以上構造用ビームを一般的に説明したけれど
も、モジユール型ユニツト10は都合よくマスト
などの組み立てに使用することができる。その場
合、第1図に示した細長部材12に他の上部のも
のへ嵌合して中心ポールを形成する。従つてリン
ク14はこの中心ポールから外側へ伸びて、ステ
ツプまたは品物をマストに接続するためのアンカ
ー地点として使用することができる。 Although structural beams have been described generally, the modular unit 10 can be conveniently used to assemble masts and the like. In that case, the elongated member 12 shown in FIG. 1 would be fitted over another upper part to form a central pole. Links 14 therefore extend outwardly from this central pole and can be used as anchor points for connecting steps or items to the mast.
第7図に示す基本ユニツト110は一体ユニツ
トとして形成された第1図の2つのモジユール型
ユニツトと見なすことができるが、それは互に平
行で等長の2つの細長部材112aと112bか
らなる。細長部材112aと112bは単一リン
ク114で接合される。部材112aおよび11
2bの各々の長さはモジユール型ユニツト全長の
半分に等しい。各細長部材はそれぞれの出張り1
18aと118bおよび対応するソケツト120
aと120bを備え、軸穴122が部材112a
と112bの中心部を貫通している。 The basic unit 110 shown in FIG. 7 can be considered as the two modular units of FIG. 1 formed as an integral unit, but it consists of two elongated members 112a and 112b that are parallel to each other and of equal length. Elongated members 112a and 112b are joined by a single link 114. Members 112a and 11
The length of each of 2b is equal to half the total length of the modular unit. Each elongated member has its own ledge 1
18a and 118b and corresponding sockets 120
a and 120b, and the shaft hole 122 is the member 112a.
and 112b.
第8図では、第7図のモジユール型ユニツト1
0を6個連結して三角形の支持構造物が形成され
ている。ケーブル124a,124bおよび12
4cが軸穴122を貫通し、これらのケーブルは
引つ張つて、剛性構造物が形成されるように両端
でとめられる。 In Figure 8, the module type unit 1 in Figure 7 is
A triangular support structure is formed by connecting six 0's. Cables 124a, 124b and 12
4c pass through the shaft hole 122 and these cables are stretched and fastened at both ends so that a rigid structure is formed.
前述のモジユール型ユニツトは正方形や多角形
の支持構造物の形成にも使用される。各ユニツト
は単独では、構造物の現場での組立てを容易にし
て、そのような構造物の組立ておよび取扱いに一
般に使用される吊上げ機械の必要をなくするよう
な大きさである。 The modular units described above may also be used to form square or polygonal support structures. Each unit is individually sized to facilitate on-site erection of the structure and eliminate the need for lifting machinery commonly used in the erection and handling of such structures.
第9図には、リンク114が細長部材112a
と112bへ鈍角で結合されているユニツト14
0を示す。 FIG. 9 shows that link 114 is connected to elongated member 112a.
and unit 14 connected at an obtuse angle to 112b.
Indicates 0.
以上説明したモジユール型ユニツトは金属(特
にアルミニウム)、コンクリート或いはプラスチ
ツクのような種々の材料で作られる。それらのユ
ニツトは成形法によつても作ることができる。 The modular units described above may be made of various materials such as metal (particularly aluminum), concrete or plastic. These units can also be made by molding methods.
第1図〜第6図を参照して説明したモジユール
型ユニツトは第7図〜第9図を参照して説明した
基本ユニツトよりも組み立てが一般に容易であ
り、または成形法によつて形成することが特に容
易であることが理解される。事実、第1図から第
6図に示すユニツトは、例えば第7図および第8
図に示す基本ユニツトを形成するのに必要な鋳型
と比較して約半分の大きさの鋳型を必要とする。 The modular units described with reference to FIGS. 1-6 are generally easier to assemble than the basic units described with reference to FIGS. 7-9, or may be formed by molding methods. is found to be particularly easy. In fact, the units shown in Figures 1 to 6 are similar to those shown in Figures 7 and 8, for example.
A mold approximately half the size of that required to form the basic unit shown in the figure is required.
さらに、本発明の実施態様の利点の1つが現場
での組み立てと組み立て地点への輸送が容易であ
るので、保管および輸送問題が重要なところでは
一般に第7図に示すユニツトよりむしろ第1図に
示すようなモジユール型ユニツトを作ることが望
ましい。にもかかわらず、輸送、保管および特に
組み立ての容易さが第7図に示す基本ユニツトを
構造部材の形成または組み立て用に現在知られて
いるものよりかなり優れたものにする。 Additionally, since one of the advantages of embodiments of the present invention is ease of assembly on site and transportation to the assembly point, the unit of FIG. 1 rather than that of FIG. 7 will generally be used where storage and transportation issues are important. It is desirable to create a modular unit as shown. Nevertheless, the ease of transport, storage and especially assembly makes the basic unit shown in FIG. 7 considerably superior to what is currently known for forming or assembling structural members.
以上説明したユニツトは建築構造物および同様
の支持構造物の形成に使用される。しかしなが
ら、小型モデル作製用或いは子供のおもちや用ユ
ニツトとしても、容易な組み立て、保管および
種々のものを造れる融通性の利点は同様であるこ
とは明らかである。 The units described above are used in the formation of architectural structures and similar support structures. However, it is clear that the advantages of easy assembly, storage, and flexibility in making a variety of things are the same as a unit for making small models or for children's toys.
例えば、子供が建築ブロツクで遊ぶおよび(ま
たは)子供や他の人にモデルを組み立てさせるの
と同じように、前述のユニツトは子供が支持構造
物を組み立てるのに適した形で提供される。 For example, in the same way that children play with building blocks and/or allow children or others to assemble models, the aforementioned units are provided in a form suitable for children to assemble support structures.
第1図は本発明によるモジユール型ユニツトの
平面図。第2図は第1図に示したモジユール型ユ
ニツトの端面図。第3図は各々が一緒に接合され
た2つのモジユール型ユニツトからなる基本ユニ
ツトから組み立てられたビームの側面図。第4図
は第3図のビームの端面図。第5図は第3図に示
したようなビームの端部に使用されたクランプの
側面図。第6図は別の方法で組み立てられた2つ
のモジユール型ユニツトの側面図。第7図は別の
基本ユニツトの側面図。第8図は第7図に示した
ユニツトからなる構造物の部分等角図。第9図は
第7図に示したものの改良ユニツトの側面図。
符号の説明、10……モジユール型ユニツト、
11……基本ユニツト、12……細長管状部材、
14……リンク、16,18……支柱、20……
フランジ、24……ノツチ、26……リム、28
……スプライン、32……C形クランプ、40…
…特殊クランプ、48……対角支柱。
FIG. 1 is a plan view of a modular unit according to the present invention. FIG. 2 is an end view of the modular unit shown in FIG. 1. FIG. 3 is a side view of a beam assembled from a basic unit consisting of two modular units each joined together. FIG. 4 is an end view of the beam of FIG. 3; FIG. 5 is a side view of a clamp used on the end of a beam such as that shown in FIG. 3; FIG. 6 is a side view of two modular units assembled in an alternative manner. FIG. 7 is a side view of another basic unit. FIG. 8 is a partial isometric view of a structure made up of the units shown in FIG. 7. FIG. 9 is a side view of the improved unit shown in FIG. 7; Explanation of symbols, 10...Module type unit,
11... basic unit, 12... elongated tubular member,
14... Link, 16, 18... Pillar, 20...
Flange, 24... Notsuchi, 26... Rim, 28
...Spline, 32...C-type clamp, 40...
...Special clamp, 48...Diagonal support.
Claims (1)
モジユール型ユニツトの細長部材と嵌合するのに
適した端部表面を有する細長部材と、 該細長部材から横方向に伸び、細長部材から離
れた位置にあつて端部に隣接した連結手段を備え
たリンクからなり、 前記連結手段が、2つのモジユール型ユニツト
が一緒に連結されるときはいつでも2つのモジユ
ール型ユニツトの細長部材が互に少なくとも実質
的に平行であるように、前記リンクの端部と類似
するモジユール型ユニツトのリンクの端部とを連
結する配列にある構成を特徴とする構造用支持体
の形成に使用されるモジユール型ユニツト。Claims: 1. an elongate member, each modular unit having an end surface suitable for mating with elongate members of a plurality of similar modular units; a link having a connecting means remote from the members and adjacent the ends thereof, said connecting means being such that the elongated members of the two modular units connect together whenever the two modular units are connected together; used in the formation of a structural support characterized by a configuration in an arrangement connecting the ends of said links with the ends of links of similar modular units so as to be at least substantially parallel to each other; Modular unit.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ZA82/7027 | 1982-09-24 | ||
ZA827027 | 1982-09-24 |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS5977199A JPS5977199A (en) | 1984-05-02 |
JPH0316559B2 true JPH0316559B2 (en) | 1991-03-05 |
Family
ID=25576288
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP58176144A Granted JPS5977199A (en) | 1982-09-24 | 1983-09-22 | Module type unit |
Country Status (8)
Country | Link |
---|---|
US (1) | US4620405A (en) |
EP (1) | EP0104915B1 (en) |
JP (1) | JPS5977199A (en) |
AT (1) | ATE31436T1 (en) |
AU (2) | AU571459B2 (en) |
CA (1) | CA1215516A (en) |
DE (1) | DE3374953D1 (en) |
ZA (1) | ZA823089B (en) |
Families Citing this family (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2604466A1 (en) * | 1986-09-29 | 1988-04-01 | Richard Jean | Truss girder formed by assembling prefabricated elements |
US5119613A (en) * | 1989-03-21 | 1992-06-09 | Owen Brown Group Ltd. | Composite beam, connector and construction |
US5822945A (en) * | 1997-02-03 | 1998-10-20 | Muller; Roy | Folding truss |
US6321501B1 (en) * | 1999-04-19 | 2001-11-27 | James P. Ignash | Collapsible three sided truss |
NL1014463C2 (en) * | 2000-02-22 | 2001-09-07 | Kema Nv | Truss mast for carrying a wind turbine. |
US8011162B2 (en) * | 2006-09-28 | 2011-09-06 | Christopher Clint Overby | Chain constructed structure |
DE102017102372B3 (en) * | 2017-02-07 | 2018-05-30 | Stahl Cranesystems Gmbh | Device with a carrier in segmental construction and method |
EP4512973A1 (en) * | 2023-08-24 | 2025-02-26 | Stoyanov, Damian Vassilev | Integral construction stick system profile consisting of two hollow flanges connected with a web for assembly of beams, trusses and spatial structures, and stick system profile assembly kit comprising such integral stick system profile |
Family Cites Families (13)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US824501A (en) * | 1902-07-03 | 1906-06-26 | Edmond Molloy | Tubular-metal structure. |
FR846974A (en) * | 1937-12-02 | 1939-09-28 | Improvements to the construction, with standardized elements, vault frames and easily removable hangers | |
US2233901A (en) * | 1939-09-12 | 1941-03-04 | Scacchetti John | System of adaptable elements for temporary or permanent structural framing |
FR1294033A (en) * | 1961-07-04 | 1962-05-18 | Set of prefabricated elements for the construction of resistant structures that can be dismantled | |
CH403270A (en) * | 1963-06-25 | 1965-11-30 | Alberti Jacques | Scaffolding |
US3312020A (en) * | 1964-05-08 | 1967-04-04 | Schuster Wilhelm | Collapsible columnar structure |
FR1470400A (en) * | 1965-02-23 | 1967-02-24 | Improvements to deoxidizing and anticorrosion products | |
FR1511101A (en) * | 1966-12-15 | 1968-01-26 | Fr Des Echafaudages Self Lock | Load and support scaffolding tower |
GB1203843A (en) * | 1968-01-09 | 1970-09-03 | Scaffolding Great Britain Ltd | Structural elements and a dismountable framework formed therefrom |
GB1202843A (en) * | 1969-02-05 | 1970-08-19 | Chiap Hua Clocks & Watches Ltd | Finishing process |
DE1957913C3 (en) * | 1969-11-12 | 1974-04-25 | Mannesmann Leichtbau Gmbh, 8000 Muenchen | Composable framework support |
FR2184418B1 (en) * | 1972-05-16 | 1976-03-12 | Richier Sa | |
ZA752650B (en) * | 1975-04-24 | 1976-11-24 | Form Scaff Pty Ltd | Improvements in or relating to scaffolding |
-
1983
- 1983-03-24 ZA ZA823089A patent/ZA823089B/en unknown
- 1983-09-22 US US06/535,174 patent/US4620405A/en not_active Expired - Fee Related
- 1983-09-22 JP JP58176144A patent/JPS5977199A/en active Granted
- 1983-09-23 AT AT83305704T patent/ATE31436T1/en not_active IP Right Cessation
- 1983-09-23 DE DE8383305704T patent/DE3374953D1/en not_active Expired
- 1983-09-23 EP EP83305704A patent/EP0104915B1/en not_active Expired
- 1983-09-23 CA CA000437448A patent/CA1215516A/en not_active Expired
- 1983-09-26 AU AU19542/83A patent/AU571459B2/en not_active Ceased
-
1988
- 1988-06-23 AU AU18311/88A patent/AU597834B2/en not_active Ceased
Also Published As
Publication number | Publication date |
---|---|
US4620405A (en) | 1986-11-04 |
EP0104915A3 (en) | 1985-05-02 |
AU571459B2 (en) | 1988-04-21 |
AU1954283A (en) | 1984-03-29 |
EP0104915A2 (en) | 1984-04-04 |
JPS5977199A (en) | 1984-05-02 |
ATE31436T1 (en) | 1988-01-15 |
DE3374953D1 (en) | 1988-01-28 |
AU597834B2 (en) | 1990-06-07 |
EP0104915B1 (en) | 1987-12-16 |
AU1831188A (en) | 1988-10-06 |
CA1215516A (en) | 1986-12-23 |
ZA823089B (en) | 1983-12-28 |
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